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1253 Selva Marina Cir POOL20-0009 Inground Swimming PoolOWNER:ADDRESS:CITY:STATE:ZIP: DORMESHIAN ANDREW 1253 Selva Marina Cir Atlantic Beach FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: CROWN POOLS INC 3002 Philips Hwy JACKSONVILLE FL 32207 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1253 Selva Marina Dr SWIMMING POOL SWIMMING POOL RESIDENTIAL inground swimming pool $40000.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247- 5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 6/19/2020 PERMIT NUMBER POOL20-0009 ISSUED: 6/19/2020 EXPIRES: 12/16/2020 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $255.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $127.50 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $5.74 STATE DCA SURCHARGE 455-0000-208-0600 0 $3.83 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $592.07 3 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL Notes: If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 4 PUBLIC WORKS POOL WELLPOINT INFORMATIONAL Notes: Pool Wellpoint (if used) must discharge into vegetated area 10 foot minimum from street or drainage feature (swale, structure or lagoon). 5 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 6 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 7 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 8 PUBLIC WORKS TOPO SURVEY INFORMATIONAL Notes: Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. 9 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 2 of 2Issued Date: 6/19/2020 PERMIT NUMBER POOL20-0009 ISSUED: 6/19/2020 EXPIRES: 12/16/2020 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $592.07 POOL20-0009 Address: 1253 Selva Marina Dr APN: $592.07 BUILDING $255.00 BUILDING PERMIT 455-0000-322-1000 0 $255.00 BUILDING PLAN REVIEW $127.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $127.50 PUBLIC WORKS PLAN REVIEW $100.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE SURCHARGES $9.57 STATE DBPR SURCHARGE 455-0000-208-0700 0 $5.74 STATE DCA SURCHARGE 455-0000-208-0600 0 $3.83 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R12142 $592.07 Printed: Friday, June 19, 2020 3:40 PM Date Paid: Friday, June 19, 2020 Paid By: CROWN POOLS INC Pay Method: CHECK 61377 1 of 1 Cashier: CT Cash Register Receipt City of Atlantic Beach Receipt Number R12142 4/4/12 ANSI/APSP/ICC-­‐  15  Standard  Writing  Committee  Form 1  of  2  1.  _________    gallons ___  2.  _________    gpm ___  3.  _________    gpm ___  4.  _________    gpm ___  5a.  _________    inches ___  5b.  _________    inches ___  5c.  _________    inches ___  5d.  _________    inches ___  6a.  ___________________    6b.  _________    sq.  ft.___    7.  _________    inches ___ Table 1  8a.  ________________  8b.  _________    gpm ___ ___ a.  Pump  model b.  Pump  flow (§5.3.2.1,  5.3.2.2:  Applicable  Curve  A  or  C  gpm  flow  listed  in  database) d.  Minimum  return  branch  pipe  diameter (Calculate:  Item  4.    ______(gpm)  ÷  Branch  Pipes  ______(quantity)  =  branch  flow  rate    _______(gpm).   Enter  the  smallest  pipe  size  from  Table  1  with  a  8  fps  flow  capacity  the  same  or  more  than  the  calculated   return  branch  flow  rate.) 6.  §5.4.1:  Filter  type  and  size: a.  Filter  type:  (Cartridge,  DE,  Sand) b.  Minimum  filter  area   (Calculate:  item  4.  _______(gpm)  ÷  filter  factor  ________) Filter  factors:  Cartridge=0.375,    Sand=15,  Diatomaceous  Earth=2 7.    §5.4.2:  Backwash  valve:    ____Yes,  ____No? (When  using  a  backwash  valve,  enter  result  of  item  5c  or  2  inches  whichever  is  larger) 8.  Pump  selection: §5.3.2.1:  Pools  17,000  gallons  or  less,  select  pump*  from  the  database  with  a  Curve-­‐A  gpm  flow  equal  to  item  2  or  less. §5.3.2.2:  Pools  17,001  gallons  or  more,  select  pump*  from  the  database  with  a  Curve-­‐C  gpm  flow  equal  to  item  2  or  less.  *Multi-­‐ speed  pumps  must  have  one  speed  listed  that  satisfies  this  requirement. 3.  §5.2.2:  Auxiliary  Pool  Load:    ____Yes,  ____No? (Enter  the  highest  “auxiliary  pool  load”  to  be  powered  by  the  swimming  pool  filtration  pump.  Do  not  add  auxiliary   pool  load  flow  rates  together,  only  the  highest  is  used.) 4.    Calculated  maximum  flow  rate (Item  2  or  item  3,  whichever  is  larger.) 5.  §5.5.1:  Pipe  sizing: a.  Minimum  suction  pipe  diameter   (Enter  the  smallest  pipe  size  from  Table  1  with  a  6  fps  flow  capacity  the  same  or  more  than  item  4.) b.  Minimum  suction  branch  pipe  diameter (Calculate:  Item  4.    ______(gpm)  ÷  Branch  Pipes  ______(quantity)  =  branch  flow  rate    _______(gpm).   Enter  the  smallest  pipe  size  from  Table  1  with  a  6  fps  flow  capacity  the  same  or  more  than  the  calculated   suction  branch  flow  rate.) c.  Minimum  return  pipe  diameter (Enter  the  smallest  pipe  size  from  Table  1  with  a  8  fps  flow  capacity  the  same  or  more  than  item  4.) OWNER:CONTRACTOR  PHONE:  DATE: This  information  sheet  was  prepared  by  the  APSP-­‐15  Residential  Swimming  Pool  and  Spa  Energy  Efficiency  Standard  Writing  Committee  of  the  Association  of  Pool  and  Spa   Professionals  (APSP).    It  is  not  part  of  the  American  National  Standard  ANSI/APSP/ICC-­‐15  2011  but  is  included  for  information  only.  Contractors  should  acquire  and  comply   with  the  ANSI/APSP/ICC-­‐15  2011  standard  which  can  be  purchased  at  www.apsp.org. 1.    §5.2.1:  Calculated  pool  volume          a.    Gallons:  ___________  ;  or          b.  Calculated  Gallons:  ________(surface  area)  X  ________  (average  depth)  X  7.48    (gal/ft^3)    =  _________ 2.  §5.2.1:  Calculated  maximum  filtration  flow  rate (Pool  volume  ÷  360  or  36gpm  whichever  is  larger) ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT  NAME:     AND  ADDRESS     CONTRACTOR  NAME AND  ADDRESS: Pipe Size: 1.5" 2" 2.5" 3" 3.5" 4" 5" 6" Nominal GPM @ 6 fps 38 63 90 138 185 238 374 540 Nominal GPM @ 8 fps 51 84 119 184 247 317 499 720 4/4/12 ANSI/APSP/ICC-­‐  15  Standard  Writing  Committee  Form 2  of  2 Component Section Check 4.4.1.1 4.4.1.2 4.3.1.3 4.3.2 5.1.1 5.3.1 5.3.3 5.3.4 5.5.2 5.5.3 5.5.6 Pool  systems Pool  filter  pump  listed  in  database Pool  filter  pump  with  total  horsepower  1.0  or  more  is  multi-­‐speed Multi-­‐speed  pump  controller  programmed  to  default  to  the  filtration  flow  rate  when  no  auxiliary   pool  loads  are  operating  within  24  hours  and  programmed  with  temporary  override  capability  for   servicing.   Single-­‐speed  pump  controller  capable  of  operating  pump  during  off-­‐peak  electric  demand. Pipe  before  pump  has  at  least  4  diameters  of  straight  pipe. System  installed  with  solar,  or  setup  for  the  future  addition  of  solar  heating  equipment  by   installing  18  inches  of  horizontal  or  vertical  pipe  after  the  filter  and  before  a  heater,  or  built-­‐in  or   built-­‐up  connections,  or  dedicated  pipe  to  and  from  the  pool. Directional  inlets  for  mixing  pool  water. ANSI/APSP/ICC  15    ENERGY  EFFICIENCY  COMPLIANCE  INFORMATION  FOR  RESIDENTIAL  SWIMMING  POOLS Requirements Heaters Heater  has  no  pilot  light   Readily  accessible  on-­‐off  switch  mounted  outside  of  the  heater No  electric  resistance  heating  unless  for  inground  spa  with  tight  fitting  cover  with  R-­‐6  insulation,   or  for  pool  with  60%  of  documented  pool  heating  from  on-­‐site  solar  or  recovered  energy. Heater  efficiency:  gas/oil  fired  heater  efficiency  at  least  78%,  heat  pump  COP  at  least  4.0   - ~Wllrt1l1lrt1l1llllf'i)~1P©>©>i :ElI1Ilt'JlI'gy Efffi~HI!:H11«;y iC@rt1l1l[pillalll1l«;®ilf'i)f(i)lrrma~ll(i)l1l1l DeterminePipe Sizes: NOlIE: These Requirements Apply ONLY to the Filtration Pump Branch Piping to be §inch to keep """r@ 6 ·f",max.at §..,'-""''''' Trunk, Skimmer &inch to keep velocity @ B fps rnax.• ',pm Sy,". "" ""ANS~/APSp/~C(-15zma Suction Piping to be ~iow Calculations Return Piping to be inch to keep velocity @ Ips max. at gpm System Flow Rate. Pool water volume +360 =__ gpm -this is the calculated flow rate Note: for pools under 13,000 gals.the calculated flow rate or 36 gpm whichever is greater =the filtration flow rate Pump Selection as Listed on Curve A or C (circle one) Is there an Auxiliary load on the filtration pump? Yes __No __ If so, what is the calculated auxiliary flow rate __ gpm Filtrationpump I I Maximum Flow Rate __gpm Flow Rate (low speed)__gpm @ rpm. Main Drain Cover I I Minimum suction side pipe size @ 6 fps __in.Minimum suction side branch pipe size @ 6 fps __in.Determine the Numberand Type of Required In-FloorSuclion Outlets: (Make and Model) Minimum return side pipe size @ 8 fps __in.Minimum return side branch pipe size @ 8 fps __in.f-'-Check all that apply. D @ 31 (\"@ 21 I suction outlets @ I I gpmmax.flow." 101 I 31 I suction outlets @ 1 I gpm max.flowDetennlneFilter Size: D @ @ @ FilterFactors(GPM/SF): D Cartridge (0.375) DOE (2.(j!D Sand (15)I I channel drain @ I Igpmw/ DportsDII FilterSize:I =I I(FlowR.te)(Filter Facl)(Filler Size)T((j)~~~~ead ~n F~@ftt((j)iW~rSO@61lC~3lllrtt Flow and Friction Loss Per Foot , {Filter Make and Model)Inches Mercury (Vacuum Gauge)Schedule 40 PVC Pipe 0 2 4 6 8 10 12 14 16 18 Ve!ocIty·Feet Per Second Pump Controls 0 0.0 2.3 4.5 6.8 9.0 11.3 13.6 15.6 18.1 20.3 Pipe Size 6fps Sfps 10fps 1 2.3 4.6 6.8 9.\11.4 13.6 15.9 18.1 20.4 22.7 1"16gpm 0.14'21gpm 0.23'28gpm 0.35' Filtration pump has no auxiliary load -standard time clock __2 4.6 6.9 9.1 11.4 13.7 15.9 18.2 20.4 22.7 25.0 1.5"37 pm 0.06'50gpm 0.14' 82gpm 0.21' Filtration pump with auxiliary load - Control model for low speed default within 24 hr.3 6.9 9.2 11.5 13.7 16.0 18.2 20.5 22.8 25.0 27.3 2"62gpm 0.06' 82gorn 0.10'l00gpm 0.16' 4 9.2 11.5 13.8 16.0 18.3 20.5 22.8 2.5"88gpm 0.05'117gpm 0.09'146gpm 0.13'25.1 27.3 29.6 5 11.5 13.6 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 3'136gpm 0.04'181gpm 0.67'227gpm 0.10' 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 4'2M.pm 0.03'313gpm 0.05'392gpm 0.07' Heater Model 7 16.2 16.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5 6"534gpm O.OZ 712gom 0.03' Gas Heater efficiency rating (No Pilot Light)8 16.5 20.7 23.0 25.3 27.5 29.8 32.0 34.3 36.6 38.6 9 20.8 23.1 25.3 27.6 29.8 32.1 34.3 36.6 38.9 41.1 TOH Calculation Options Heat Pump efficiency C.O.P. 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4 For each pump11 25.4 27.7 29.9 32.2 34.5 36.7 39.0 412 43.5 45.8 12 27.7 30.0 32.2 34.5 36.8 39.0 41.3 43.6 45.8 48.1 ~Checkone. :a;-13 30.0 32.3 34.6 36.6 39.1 41.3 43.6 45.9 48.1 50.4 D Simplified Total DynamicHead(STOH)CI)14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7.::Jro 15 34.8 38.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55.0 Complete STDH Worksheet -Fill in all blanks.(!)e!16 37.0 39.2 41.5 43.7 46.0 48.3 50.5 52B 55.0 57.3 ANSi 5 8&A~S~7J (oMpliancce Wl!)rrk Sheet ::J 17 39.3 41.5 43.8 46.1 46.3 50.6 52.6 55.1 57.4 59.6 D Total Dynamic Head(TOH)'"DetermineSimplifiedTOH:'"18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 Complete Program or othercales.Fill in required blanks one! ""'- 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62.0 64.2 worksheet & attachcalculations. 1.Distancefrom poolto pump in feet:u;20 46.2 48.5 50.7 53.0 55.2 57.5 69.8 62.0 64.3 66.6n,2\48.6 50.8 53.0 55.3 57.6 59.8 62.1 84.3 66.6 88.9 D Maximum Flow Capacity 2.Frielionloss(in suctionpipe)in Inchpipeper1fl.@ gpm=(frompipeRow/frlelionlosschart)22 50.8 53.\55.3 57.6 59.9 62.1 64.4 68.6 68.9 71.2 of the new or replacementpump. 23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 89.0 71.2 73.5 3.Frictionloss(inretumpipe)in Inchpipeper1ft.@ gpm=(frompipeflow/frictionlosschart)24 55.4 57.7 60.0 6~2 64.5 66.7 69.0 71.3 73.5 75.6 ~..~, 25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 76.1 26 60.1 52.3 64Ji 66.8 69.1 71.4 73.6 75.9 76.1 60.4 27 62.4 64.5 66.9 69.2 71.4 73.7 75.9 78.2 80.5 :;1TDHinPiping:28 64.7 68.9 69.2 71.5 73.7 76.0 78.2 60.5 82.8 OWm~R' 29 67.0 69.3 71.5 73.8 76.0 78.3 80.5 82.8 85.1 87.3 30 89.3 71.6 73.8 76.1 78.3 80.6 82.9 Dale DetennineSimplifiedTOH \_ 85.1 87.4 89.6Filter/ HeaterlossinTDH 31 71.8 73.9 76.1 78.4 80.7 82.9 85.2 87.4 69.7 92.0 . 32 73.9 76.2 78.4 60.7 83.0 85.2 87.5 69.7 92.0 94.3 4.x =Allotherlosses 33 76.2 76.5 80.7 83.0 65.3 87.5 69.8 92.0 94.3 98.6 ConlmclorsSlgnalure (length of suet Pipe)(FIof haadil ft 01P~e)(TOH Suet Pipe)34 78.5 80.6 83.1 85.3 87.6 69.6 92.1 94.4 96.6 98.9 5.x =TotalDynamicHead(TDH):I I 35 80.9 83.1 85.4 87.6 69.9 92.2 94.4 96.7 98.9 101.2 • (lan9~ of R.lum Pipe)(FI01 head/l ft 01Pipe)(TOHRelum Pip.) Contraclors Cert. No, 'NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TOH.Scale:NoneContractors Tetept\one No. 4 4 ' 6 0 ' - 5 " 1 8 ' P O O L E Q U I P M E N T 4 ' X 8 ' 1 1 ' I M P E R V I O U S A R E A D A T A : T O T A L S I T E A R E A : 2 0 , 6 4 8 S Q F T P O O L A R E A : 4 8 6 S Q F T S P A A R E A : 1 6 2 S Q F T P O O L D E C K A R E A : 1 , 6 9 1 S Q F T L A N A I A R E A : 6 2 6 S Q F T H O U S E A R E A : 3 , 3 8 6 S Q F T T O T A L I M P E R V I O U S A R E A : 6 , 3 5 1 S Q F T ( 3 0 . 7 5 % ) P O O L L A N A I 3 0 0 2 P h i l l i p s H i g h w a y J a c k s o n v i l l e , F L 3 2 2 0 7 ( 9 0 4 ) 8 5 8 - 4 3 0 0 w w w . c r o w n p o o l s i n c . c o m R E V I S I O N S : N U M B E R D E T A I L S D A T E P R O J E C T I N F O R M A T I O N D R A W I N G T I T L E : C L E A R A N C E S H E E T P R O J E C T : D O R M E S H I A N 1 2 5 3 S E L V A M A R I N A C I R C L E A T L A N T I C B E A C H , F L 3 2 2 3 3 S H E E T : 1 O F 1 S C A L E : 1 " = 2 0 ' D A T E : 4 . 3 . 2 0 D R A W N B Y : L B B G E N E R A L N O T E S : AQUASTAR 32" CHANNEL DRAIN SAND SET TRAVERTINE POOL DECK (BY OTHERS) (1,691 SQ FT) COVERED LANAI (626 SQ FT) 0/0" RESIDENCE 3'-6" WD5'6" WD 4' 10 ' 4' 36' 18 ' (3) 14" STEPS 11 ' 9'-4" 21'-6" SUNSHELF 4" DEPTH SUNSHELF 4" DEPTH 8' 8' X 10' SPA (8) WATERWAY POLYSTORM JETS (1) PENTAIR GLOBRITE LED SPA LIGHTS (2) PENTAIR MICROBITE LED SUNSHELF LIGHT (3) PENTAIR GLOBRITE LED POOL LIGHTS 12" X 24" COPING 12"27' 18" WD 18" WD 3' WD SPILLWAY FINISH ELEVATION 3 4" ABOVE POOL WATERLINE 18" X 18" BENCH 5' POOL EQUIPMENT 4' X 8' 3002 Phillips Highway Jacksonville, FL 32207 (904)858-4300 www.crownpoolsinc.com REVISIONS: NUMBER DETAILS DATE PROJECT INFORMATION DRAWING TITLE: OVERVIEW PROJECT: DORMESHIAN 1253 SELVA MARINA CIRCLE ATLANTIC BEACH, FL 32233 SHEET: 1 OF 1 SCALE: 18"=1' DATE: 4.3.20 DRAWN BY: LBB *WRITTEN DIMESNIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. *POOL EQUIPMENT SET AND PLUMBING RUN SUBJECT TO VARIATION PENDING UNFORSEEN SITE CONDITIONS. POOL AREA: 486 SQ FT POOL PERIMETER: 108 LN FT SPA AREA: 162 SQ FT DECK AREA: 1691 SQ FT NOTES: 1. POOL BEAM TO BE 10" THICK 2. SAFETY NOTE: POOL TO BE SURROUNDED BY 48" TALL POOL CODE FENCING. GATE LATCH TO BE AT 54". ALL GATES TO BE SELF CLOSING, SELF LATCHING. POOL TO HAVE DECK ALARM. COVERED LANAI (626 SQ FT) 0/0" RESIDENCE 3'-6" DEPTH 5' DEPTH 10 ' 18" DEPTH 6' X 8' SPA (8) WATERWAY POLYSTORM JETS (1) PENTAIR GLOBRITE LED SPA LIGHT 18" WRAP AROUND BENCH BENCH 18" X 6' X 18" DEPTH (2) 12" STEPS 15 ' 30' 37' (1) PENTAIR MICROBITE LED SUNSHELF LIGHT (3) PENTAIR INTELLIBRITE POOL LIGHTS 4'-8" POOL EQUIPMENT 3002 Phillips Highway Jacksonville, FL 32207 (904)858-4300 www.crownpoolsinc.com REVISIONS: NUMBER DETAILS DATE PROJECT INFORMATION DRAWING TITLE: OVERVIEW PROJECT: DORMESHIAN 1253 SELVA MARINA CIRCLE ATLANTIC BEACH, FL 32233 SHEET: 1 OF 1 SCALE: 18"=1' DATE: 6.2.20 DRAWN BY: LBB *WRITTEN DIMESNIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. *POOL EQUIPMENT SET AND PLUMBING RUN SUBJECT TO VARIATION PENDING UNFORSEEN SITE CONDITIONS. POOL AREA:492 SQ FT POOL PERIMETER: 104 LN FT SPA AREA:48 SQ FT NOTES: 1. POOL BEAM TO BE 10" THICK 3. SAFETY NOTE: POOL TO BE SURROUNDED BY 48" TALL POOL CODE FENCING. GATE LATCH TO BE AT 54". ALL GATES TO BE SELF CLOSING, SELF LATCHING. POOL TO HAVE DECK ALARM. 2. SPA BEAM TO BE 12" THICK P O O L E Q U I P M E N T 5 ' X 7 ' - 6 " I M P E R V I O U S A R E A D A T A : T O T A L S I T E A R E A : 2 0 , 6 4 8 S Q F T P O O L A R E A : 4 9 2 S Q F T S P A A R E A : 4 8 S Q F T L A N A I A R E A : 6 2 6 S Q F T H O U S E A R E A : 3 , 3 8 6 S Q F T T O T A L I M P E R V I O U S A R E A : 4 , 5 5 2 S Q F T ( 2 2 . 0 5 % ) L A N A I R E S I D E N C E 1 6 ' - 9 " 4 7 ' - 2 " 1 3 ' - 6 " 6 3 ' - 2 " 3 0 0 2 P h i l l i p s H i g h w a y J a c k s o n v i l l e , F L 3 2 2 0 7 ( 9 0 4 ) 8 5 8 - 4 3 0 0 w w w . c r o w n p o o l s i n c . c o m R E V I S I O N S : N U M B E R D E T A I L S D A T E P R O J E C T I N F O R M A T I O N D R A W I N G T I T L E : C L E A R A N C E S H E E T P R O J E C T : D O R M E S H I A N 1 2 5 3 S E L V A M A R I N A C I R C L E A T L A N T I C B E A C H , F L 3 2 2 3 3 S H E E T : 1 O F 1 S C A L E : 1 " = 2 0 ' D A T E : 6 . 2 . 2 0 D R A W N B Y : L B B G E N E R A L N O T E S : P O O L 3 0 0 2 P h i l l i p s H i g h w a y J a c k s o n v i l l e , F L 3 2 2 0 7 ( 9 0 4 ) 8 5 8 - 4 3 0 0 w w w . c r o w n p o o l s i n c . c o m R E V I S I O N S : N U M B E R D E T A I L S D A T E P R O J E C T I N F O R M A T I O N D R A W I N G T I T L E : T O P O S H E E T P R O J E C T : D O R M E S H I A N 1 2 5 3 S E L V A M A R I N A C I R C L E A T L A N T I C B E A C H , F L 3 2 2 3 3 S H E E T : 1 O F 1 S C A L E : 1 " = 2 0 ' D A T E : 6 . 2 . 2 0 D R A W N B Y : L B B G E N E R A L N O T E S :